Construction of New Bridge on Olpad-Saras-Kudiyana road (Ch. Km 1/2 to 1/4) Dist.Surat.

Name of Work :- Construction of New Bridge on Olpad-Saras-Kudiyana road (Ch. Km 1/2 to 1/4)

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

1 Dismentaling the existing structure including removing and 1278.00 Cu.m. 955.41

stacking the dismentelled materials as and where directed. (A)

2 R.C.C. work the existing structure including removing and

Dismentaling 1904.00 Cu.m. 420.92

stacking the dismentelled materials as and where directed. (B)

Rubble Masonry.

3 Diversion of watercourse / providing cofferdam and bund or 6.00 Each 233754.40

island as may be necessary for foundation and maintaining the

same for the period as may be necessary.

4 Demarkation of road alingment including marking out road line 1.11 Km. 2706.50

by providing and fixing wooden pegs or steel rod of required size

at every 25 M to 50 M. including excavating trenches ion both

sodes of 0.30 m. x 0.30M. including supplying of labours and all

materials for every work etc. complete.

5 Providing flood gauge marks on substructure as per design 5.00 Rmt. 167.03

including painting complete.

6 Providing masonry steps with cement pointing on approaches as 73.00 Steps. 235.51

7 Filling available excavated earth / wethered rock in 3259.40 Cu.m. 136.92

trenches,sides of foundations etc. in layers not exceeding 20 cm

in depth consolidating each disposited layer by ramming and

Excavation for foundation in sand, gravel, clay soft soils & 6269.00 Cu.m. 526.15

murrum etc. including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed. (A) Depth

9 Empty boring through all sorts of strata for providing 1.20 Mt. 882.00 Rmt. 5558.72

diameter R.C.C. bored piles to required depth required depth

including providing necessary casing pipe with all plants and

equipments as required complete.

10 Providing 6mm thick steel liner for piles including fabricating 22.10 M.T 47323.73

and setting out as per detail drawing as directed.

11 Providing and laying controlled cement concrete of M 35 for 999.00 Cu.m. 4989.40

R.C.C. bored piles of 1.20 mt dia. including ramming, vibrating

and finishing excluding T.M.T Reinforcement complete.

12 Providing and fixing in position Fe 550D TMT for R.C.C. bored 297.00 M.T 81022.67

piles as per detailed drawing, including cutting, bending hooking

tying and welding complete and including forming the cage and

lowering it in position.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

13 Initial load test for pile in accordance with IS 2911 including 2000.00 M.T 187.38

installation of loading platform & preparation of pile head or

construction of test cap & dismantaling of test cap after test etc.

with all labour, material, tool & plants, equipment, machinery,

etc. complete as per drawing & specification as directed by the

14 Routine load test pile in accordance with IS 2911 including 2.00 Nos. 35767.11

installation of loading platform & preparation of pile head or

construction of test cap & dismantaling of test cap after test etc.

with all labour, material, tool & plants, equipment, machinery

etc. complete as per drawing & specification as directed by the

15 Conducting Pile low strain integrity test as per ASTM D 5882- 46.00 Nos. 2100.00

96 code of American Society for Testing on cast in situ RCC pile

of 1200 mm diameter inclusive of analysis with all contractor's

equipment, manpower, site preparation, lead and lifts etc.

complete as per standard procedure and as directed by the

Engineer in charge. Note:- Rate is inclusive All equipment, All

labour and consumable required & Mobilization of equipment.

16 Providing & filling in foundation as base course with ordinary 394.30 Cu.m. 3695.59

cement concrete of M 15 mix and providing necessary vertical

pin headers including formwork vibrating ramming & curing

17 Providing and casting in situ Ordinary cement concrete M- 35 652.00 Cu.m. 5164.13

for R.C.C. Pile cap including necessary shuttering laying,

vibrating, ramming and curing complete.

18 Providing and casting in situ controlled cement with of M35 for 1911.10 Cu.m. 5508.54

R.C.C. work in piers and abutment as per drawing including

centering shuttering scaffolding where necessary laying vibrating

curing and finishing complete. 0.0m TO 5.0m Height.

19 Providing and casting in situ controlled cement with of M35 for 136.00 Cu.m. 5831.74

R.C.C. work in piers and abutment as per drawing including

centering shuttering scaffolding where necessary laying vibrating

curing and finishing complete. 5.0m to 10.0m Height & above.

20 Providing and fixingin position fully moulded restrained 1032192.00 Cu.Cm. 1.00

elastometric Bearings as per detailed drawings.

21 Providing and casting in situ controlled cement concrete of M 390.00 Cu.m. 5905.47

35 Mix for R.C.C. works in pier cap abutment cap and dirt wall

including controlled cement concrete M 40 bed block or

pedestals of required drawings, centering shuttering, scaffolding

wherever necessary laying vibrating curing and finishing

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

22 Providing and fixing in position TMT (FE-550D) bar 226.50 M.T 81325.81

reinforcement including cutting, bending, hooking, tying,

welding etc., complete as per detailed drawing and specification.

For pier, Abutments, Aburment cap, pier cap, sesmic arrester,

23 Providing and casting in situ or precast controlled Cement 1062.00 Cu.m. 7724.95

Concrete M-45 for prestressed concrete work in Super structure

including centering, shuttering, curing, scaffolding, ramming,

vibrating, finishing, lauching or shifting complete. (I) Solid Slab.

(II) Deck Slab (III) Main Girders (IV) Diaphragm or cross

24 Providing and fixing in position steel bar reinforcement for 170.00 M.T 82181.57

Super Structure of steel grade FE-550D (TMT) including

cutting, bending, hooking, tying, welding etc., complete as per

detailed drawing and specification.

25 Providing and fixing in position to exact profile high tensile steel 40.40 M.T 72402.66

wires of required ultimate strength including bending, cutting,

tying providing necessary standard and anchorages, sheathing,

stressing, grouting, ducts as per detailed drawing including

necessary plant and machinery complete.

26 Providing and casting in situ controlled cement concrete of M 176.00 Cu.m. 5661.05

40 for average 100 mm. thick wearing coat laid as directed

including tamping vibrating finishing curing and filling in joints

with bitumen complete.

27 Provision of an Reinforced cement concrete crash barrier at the 320.00 Rmt 7787.10

edges of the road, approaches to bridge structures and medians,

constructed with M-40 grade concrete with epoxy coating Fe-

550D reinforcement with epoxy coating conforming to IRC:21

and dowel bars 25 mm dia, 450 mm long at expansion joints

filled with pre-moulded asphalt filler board, keyed to the

structure on which it is built and installed as per design given in

the enclosure to MOST circular No. RW/NH - 33022/1/94-DO

III dated 24 June 1994 as per dimensions in the approved

drawing and at locations directed by the Engineer, all as

specified as per drawing attached.

28 Providing G.I. 100 mm. diameter water spouts including 36.00 Each 536.03

necessary iron gratings as per drawings.

29 Providing and fixing marble slab including engraving and 2.00 Each 1012.65

painting complete.(A) size 75 cm x 60 cm x 4 cm.

30 Providing and casting in situ controlled cement concrete of M 35 40.00 Cu.m. 5439.86

for approach slab including form work curing and finishing

31 Providing and fixing in position FE 550D TMT bar reinforement 27.00 M.T 80710.13

including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath. (C) R.C.C.

Approch slab. (D) Wearing Coat.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

32 Modular Strip / Box Seal Joint (Providing and laying of a 36.00 Rmt 2057.37

modular strip Box steel expansion joint including anchorage

catering to a horizontal movement beyond 70 mm and upto

140mm, complete as per approved drawings and standard

specifications to be installed by the manufacturer / supplier or

their authorised representative ensuring compliance to the

manufacturer's instructions for installation.)

33 Providing & laying weep hole in Abutments, and returns by 1319.00 Each 89.20

using A.C. pipe of 100mm including laying in proper grade and

jointing the completed as per detailed specification.

34 Providing and laying Filter Media 600mm Thick directed at the 1846.00 Sq.m. 1311.18

back of Abutment, return and wing walls as per detailed

35 Providing and laying Pitching on slopes laid over prepared filter 390.50 Cu.m. 1051.41

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

36 specifications

Providing and laying Filter material underneath pitching in 195.30 Cu.m. 877.69

slopes complete as per drawing and Technical specification.

37 Providing and laying of Extruded Bioaxial Polypropylene 2031.00 Sq.m. 249.07

Geogrid 30 KN as per clause no 3102.8 and approval design and

specification with accesories like tie strips, nuts & bolts and

loops / lugs for joining reinforcing elements with the facia

,pannels and overlaps and other protective elements as per

detailed specification.

38 Providing fusion bonded Epoxy coating not less than 175 micron 433.40 M.T 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ASTM-775 M including testing of coating at plant

and all taxes (A) 10mm to 16mm dia bar.

39 Providing fusion bonded Epoxy coating not less than 175 micron 288.60 M.T 7296.24

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993 / ASTM-775 M including testing of coating at plant

and all taxes (B) 20mm to 32 mm dia bar.

40 Clearing and grubbing road land including uprooting rank 0.20 Hectare 28455.09

vegetation, grass, bushes, shrubs, saplings and trees of girth upto

300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (I) By Mechanical means in area of light

41 Box cutting the road surface to proper slope and camber for 678.00 Cu.m. 109.41

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

42 Back filling between returnwall shall be selected soil having 6128.90 Cu.m. 504.42

properties as C=0Kg/Sq. ∅>30° for embankment including

breaking clods dressing With all lead and lift and including

watering, rolling, and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the depressing

which occur during the process using Vibratory roller 8T to 10T.

(E) From Borrow area within 3.0KM lead.

43 Construction of compacted coarsed granular subbase 200 mm 633.00 Cu.m. 1243.31

thick (Grade-I crushed B.T materials of 53 mm to 26.5 mm @

providing close graded material, mixing in a mechanical mix

plant at OMC,carriage of a mix material to work site, spreading

uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve desire density,

complete clause as per

44 Providing and laying wet mix base course macadam 250 mm in 791.30 Cu.m. 1448.34

Two layer using machine crushed chips as per required gradation

mixing with required optimum quantity of water conveying the

mix to site and spreading to grade and camber with mechanical

paver consolidation by vibratory roller including material,

labour, plant and machinery and equipment etc. complete.

45 Providing and laying 60 mm DBM in single layer using crushed 431.30 M.T 3261.80

stone aggregate BT chips as per required gradation and using

emulsion asphalt as a tack coat @ 2.5 kg / 10 sqmt and the VG-

30 grade asphalt at 45 kg/MT) by total weight of mix hot laid

process using hot mix plant including heating and mixing asphalt

& materials by drum mix process transporting the mix and laying

by paver finisher including consolidation with vibratory roller

including cost of material, labour, machinery equipment and

fuel, oil, lubricant for plant and machinery using contractor's

own plant and machineries etc. complete.

46 Providing and laying 30 mm Bitumen concrete using crushed 225.00 M.T 3559.24

stone aggregate BT chips as per required gradation and the VG

30 grade asphalt at 54 kg/MT)by total weight of mix hot laid

process using hot mix plant including heating and mixing asphalt

& materials by hot mix process transporting the mix and laying

by paver finisher including consolidation with vibratory roller

including cost of material, labour, machinery equipment and fuel

, oil , lubricant for plant and machinery using contractor's own

plant and machineries etc. complete.

47 Providing and applying priming coat with emulsion SS1 grade at 3125.00 Sq.m. 58.89

the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating and applying etc. complete.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

48 Road marking with hot applied thermo plastic paints with 14.00 Sq.m. 367.73

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

includlng reflectorsing glass beads@ 250 gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass beds as

per IRC-35 2015. The finished surface to be level,uniform and

free from sreaks and holes. zebra patta/bump patta lane/center

line/edge line/cut patta. The white color marking should provide

liminance coefficent on cement road shall be min

130mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux

during the service life during the day time. The marking should

meet the performance criteria for night time reflectivity,wet

reflectivity and skid resistnce as mentioned in the section 15 of

IRC35-2015. warrenty for retro reflectivity shall be two years.

49 Providing and laying of Plastirib - T or equivalent raised profile 1481.00 Each 827.19

edge line marking (audible warning) with hot applied

thermoplastic road marking compound according to IRC 35 -

2015, Clause 7.7, with 2mm thick base coat layer above that ribs

profile size of lenght 40mm X width 140mm X Height 6 mm

thick (Total 8 m thick) at the distance of 500 mm between two

ribs including reflectorizing glass beads @ 250 gm / sq.mt area.

The minimum and maximum width of raised profile should be

150 mm. The thickness of 8 mm profile should be exclusive of

surface applied glass beads. The finished surface to be levelled,

uniform and free from streaks and holes, to be applied on edge

50 Supply and Apply Rumbble Strips Road marking with hot 40.00 Sq.m. 1684.68

applied thermoplastic paints with reflectorising glass beads on

bitumin surface providing and laying a hot applied thermoplastic

compound 8 mm thick including reflectorising glass beads @

250gms per sqm area, thickness of 8mm is excluding of surface

applied glass beds as per IRC:35-2015. The finished surface to

be level, uniform and free from streaks and holes.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

51 Cautionary Warning Sign :-Providing and fixing sign boards 3.00 Each 5077.27

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms. equilateral triangle as

per design of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T. Specifications; 3.6mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

x 35 x 3mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol foreach board shall be as

per theinstruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting.

52 Hazard Marker Sign :-Providing and fixing sign boards made out 2.00 Each 3666.30

of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite

Panel); size 90x30 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 1.8mtr long stand post of 75 x

x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

53 Regulatory / Mandatory Sign :-Providing and fixing sign boards 2.00 Nos. 4618.73

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 60 cms Dia Circle as per design of IRC-

67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 3.6mtr long stand post of 75 x

x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting.

54 Chevron sign :-Providing and fixing sign boards made out of 20.00 Each 4681.35

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50 cm as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 3.3 mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 50 x 50 x 5mm; painted with

bestquality epoxy coatings in black and white bends. the details

of symbol or inscription / numerals for each board shall be as per

the instruction of engineer in charge.The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg. including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from originaa manufacturer & a certified copy

of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting.

55 Providing and fixing hectometer as per I.R.C. type design 2.00 Each 356.50

including painting lettering etc. complete fixing in C.C. 1:5:10.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

56 Providing and erecting a 'W' metal double beam crash barrier 416.00 Rmt 5707.51

comprising of 3 mm thick corrugated sheet metal beam rail,

cm above road/ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2 m center to center,

m high, 1.1 m below ground / road level, all steel parts and

fitments to be galvanised by hot dip process, all fittings to

confirm to IS:1367 and IS:1364, metal beam rail to be fixed on

the vertical post with a spacer of channel section 150 x 75 x

mm, 330 mm long complete as per clause

57 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement Markers 149.00 Each 217.41

made of polycarbonate and ABS moulded body and reflective

panles with micro prismatic lens (No Glass lens) capable of

providing total internal reflection of light entering the lens face

and shall support a load of 13635 kgs. tested in accordance to

ASTM D 4280 Type H and Complyinh to Specification of

Category A of MORTH Circular No RW/NH/33023/10-97 -Do

III Dt 11.06. 1997. The height, width and length shall not exceed

20mm, 130 mm and 130mm and with minimum reflective area

of 13 sqcm on each side and the slope to the base shall be 35+/-5

degrre. The body of the marker should having finger grip for

easy and accurate placement and application with epoxy /

bituminous Adhesive as recommended by the manufacturer of

the marker. The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

58 Providing and casting in situ ordinary cement concrete M-200 56.00 Cu.m. 4307.75

forKerbs / Kerb blocks including formwork, curing and finishing

59 Steel work, welded in built up sections framed work inpection 35000.00 Kgs. 91.08

platform, ladder including cutting, hoisting, fixing in position

and applying a priming coat of red lead paint. (A) In beams and

joists,channels angles Tees, flats, with connecting plates or angle

cleats as in main and cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like.

60 Painting two coats (excluding priming coat) on new steel and 875.00 Sq.m. 68.57

other metal surface with synthetic enamel paint, brushing to give

an even shade including cleaning the surface of all dirt, dust and

other foreign matter.

61 Carrying out load test of super structure as directed including all 450.00 M.T 169.92

necessary materials plant equipement, instruments, labour and

arrangements for test directed.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

62 Boulder apron laid in wire crates (Providing and laying of 2250.00 Cu.m. 1531.16

boulder apron laid in wire crates made with 4mm dia GI wire

conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh

(weaved diagonally) including 10% extra for laps and joints laid

with stone boulders weighing not less than 40 kg each.)

(Rupees Fourteen Crore One lakh Eighty Four Thousand Two Hundred Fifty Four and Thirty Eight Paise Only.)

I/We am/are willing to carry out the work at …….................................... % above/below percent (Should be written in figures and

words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Note 1:-The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

Note 2 :-GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 3 :-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 4 :-In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per

actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the

rate of input rate mentioned in all the tender.

Note 5:- An amount of Rs.10,58,040.00 (Rupees Ten Lacs Fifty Eight Thousand Forty only) towards estimated credit value of

dismentaling shall be recovered from the 1 R.A. Bill.

Signature of Bidder Deputy Executive Engineer

Surat (R & B) Sub Division No.3,

Executive Engineer

Surat (R & B) Division No.2,